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Ross Engineering Design Project Title: <br /> ' Engineer: Project ID: <br /> Project Descr: <br /> ___ __ - - - -_ - — -- ---- <br /> I C7@Il@I'8� B@a111 Allr'A� SIS File-C:IUserslRyanlDesktoplENGINE-11Jobs1140011493L0-11CALCSl1493.ec6 <br /> y ENERCALC,INC.1983-2014,Build:6.14.1.23,Ver6.14.3.31 <br /> ':�: `,� �:�r . �� �.'r.i 2�� <rr .�,_ a� t . � -:.. — . --- — . <br /> . - , �� _. .:_ 7.,... .._N .,c .,.�.�... .,r..s . _.,v«. �,.�:. . , . . � � . . � <br /> Description: GT2 <br /> General Beam Properties <br /> Elastic Modulus 29.000.0 ksi <br /> Span#1 Span Length = 11.0 ft Area= 10.0 in^2 Moment of Inertia = 100.0 in^4 <br /> Dfl','�I S(?-.�8) <br /> � D(0_128)S(0212) <br /> ♦ ♦ ♦ � ♦ <br /> D(0.03)S(OD5) <br /> ♦ ♦ ♦ ♦ ♦ <br /> Span=ll.Ofl � <br /> Applied Loads Service loads entered.Load Factors will be applied for caiculations. <br /> Load for Span Number 1 <br /> Uniform Load: D=0.030, S=0.050 k/ft,Extent=0.0--»8.0 ft, Tributary Width=1.0 ft <br /> Uniform Load: D=0.1280, S=0.2120 k/ft,Extent=8.0--»11.0 ft. Tributary Width=1.0 ft <br /> PointLoad: D=1.310, S=2.180k@8.Oft <br /> DESIGN SUMMARY <br /> Maximum Bending = 9.404k-ft Maximum Shear= 3.652 k <br /> Load Combination +D+S+H �oad Combination +D+S+H <br /> Location of maximum on span 7.975ft Location of maximum on span 11.000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.036 in <br /> Max Upward L+Lr+S Deflection 0.000 in <br /> Max Downward Total Deflection 0.058 in <br /> Max Upward Total Deflection 0.000 in <br /> Overall Maximum Deflec[ions-Unfactored Loads <br /> Load Combination Span Ma�c.""Defl Loca6on in Span Load Combination Max."+"Defl Location in Span <br /> D+S 1 0.0576 6.050 0.0000 0.000 <br /> Vertical Reactions-Unfactoretl Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 1.498 3.652 <br /> D Only 0.562 1.372 <br /> S Only 0.936 2.280 <br /> D+S 1.498 3.652 <br /> 5.h <br /> .��.--..... . . . I _.. ....._., <br /> 7.2 .. .... - <br /> I � _: <br /> �-- _ <br /> 4.� - 1— <br /> _ � <br /> � � " - <br /> - ,_� 2.4 _. ,_ . .. ___...._. . .... <br /> I ..._.. -....._..---"�.. <br /> -., ' <br /> -.:I � ..'�„-...� ��.�. .—. �.�—... -�-`.�„� ..�u-. <br /> BEF,h1_'=> <br /> 1.05 2.15 3.25 435 5.45 b.55 7b5 8.,''S 9.85 10 45 <br /> Di5C3nCB(It� <br /> a+P+n ■+c+�+n +c+i,+n t�+s+n +n+o.�so�.+o.-soi+H +�•+c?so�+c.?�.e�=+n <br /> +D+�.66ta�+H +D+G.?�E+H ■+G+O.J��C�I.+f�.'SGL-C�.�`�C•t�:+h ■�U+D.]SOL+�.]S�S+D�SDL•!aH T�+U+p.:SGt+�.:565+0.`_��2_-C�E+M J+G.f,GC�+0.66t!�+p cDH <br /> M+�.6P�+G.'0E+0 EGH <br />